Investigation on displacement field characteristics of tunnel's surrounding rock and coal seam at FMTC face

被引:3
|
作者
谢广祥
常聚才
杨科
机构
[1] China
[2] Department of Resources Exploration and Management Engineering Anhui University of Science and Technology
[3] Huainan 232001
基金
中国国家自然科学基金;
关键词
FMTC face; displacement field characteristics; gates; top coal-rock;
D O I
暂无
中图分类号
TD823.49 [];
学科分类号
081901 ;
摘要
The change rules of displacement field characteristics of coal seam and tun-nel’s surrounding rock were obtained by means of numerical simulation-FLAC3D and siteobservation,and according to engineering geology and exploitation technology of 1151(3)fully mechanized top coal caving(FMTC)face in Xieqiao colliery.The research’s resultsshow that the top coal displacement on the top of FMTC face is apparently larger thanthose of the middle and the bottom,the top coal begins to move in the front of the face’swall,and the sub-level top coal-rock moves ahead of the low-level top coal-rock,the verti-cal displacement of top coal-rock increases gradually as the decreasing of distance to face.Top coal and overlying strata in vertical direction are always in compressed state in thefront of face,then the top coal begins to separate from the overlying strata at the upside offace.The support loading at face is mainly the deformation pressure due to top coal andmain roof’s movement,and it is not suitable for the FMTC face with traditional support de-sign.Surrounding rock movement of the face is of near-field effect,the surrounding rockdeformation is acute greatly near to the face,the ideas of supporting design for the tailen-try and headentry should be changed from loading control to deformation control.
引用
收藏
页码:1 / 5
页数:5
相关论文
共 50 条
  • [1] Investigation on displacement field characteristics of tunnel's surrounding rock and coal seam at FMTC face
    Department of Resources Exploration and Management Engineering, Anhui University of Science and Technology, Huainan 232001, China
    J. Coal Sci. Eng., 2006, 2 (1-5):
  • [3] Analysis on characteristics of damaged field of surrounding rock and face of FMTC
    XIE GuangxiangWANG LeiLUO Yong Key Lab of Mine Safety and High Efficient Mining Jointly Build by Province and Education MinistryHuainan Mining Group CoLtdHuainan China
    JournalofCoalScience&Engineering(China), 2010, 16 (02) : 120 - 124
  • [4] Numerical Simulation Research on Surrounding Rock Activities in Shallow Coal Seam Face
    Chen Ying
    Yu Lei
    Lan Tianwei
    PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, VOL. VIII, PTS A AND B, 2010, 8 : 1618 - 1622
  • [5] The Control Technology on Continuing Displacement of Tunnel in Coal Seam with High Stress Surrounding Rocks
    Lu, Mingxin
    Li, Zhenguo
    Tian, Yintong
    Song, Ping
    Huai, Yansen
    Lin, Tianye
    Liu, Chunyu
    Tong, Dezheng
    Qiao, Shupei
    ADVANCED BUILDING MATERIALS, PTS 1-4, 2011, 250-253 (1-4): : 1552 - 1555
  • [6] Energy accumulation characteristics and rockburst mechanism of surrounding rock at heading face of extra-thick coal seam
    Zhu S.-T.
    Jiang F.-X.
    Wang X.-Y.
    Jiang Y.-W.
    Ning T.-Z.
    Sun S.-H.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2019, 41 (11): : 2071 - 2078
  • [7] Analysis on the engineering characteristics and longitudinal displacement of the surrounding rock in loess tunnel
    Hu, Shimin
    Zhang, Dingli
    Zhongguo Tiedao Kexue/China Railway Science, 2012, 33 (05): : 33 - 39
  • [8] Mining affect of close distance coal seam to surrounding rock stress evolution of coal face in distressed zone
    Liu Z.
    Lou S.
    Meng X.
    Gao Z.
    1600, China University of Mining and Technology (33): : 102 - 108
  • [9] Research on bearing capacity of tunnel surrounding rock based on discontinuous displacement field
    Li, Wen-Pei
    Wang, Ming-Yang
    Fan, Peng-Xian
    Yantu Lixue/Rock and Soil Mechanics, 2010, 31 (08): : 2441 - 2447
  • [10] Research on bearing capacity of tunnel surrounding rock based on discontinuous displacement field
    Li Wen-pei
    Wang Ming-yang
    Fan Peng-xian
    ROCK AND SOIL MECHANICS, 2010, 31 (08) : 2441 - +